Show simple item record

contributor authorArtemis Motamedi
contributor authorHossein Afzalimehr
contributor authorVijay P. Singh
date accessioned2017-05-08T21:48:48Z
date available2017-05-08T21:48:48Z
date copyrightNovember 2010
date issued2010
identifier other%28asce%29he%2E1943-5584%2E0000285.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63136
description abstractThis study investigated the sediment entrainment and critical shear stress in gravel-bed rivers. Measured rates of bed load transport were used to estimate the Shields stress parameter. The computed parameters were compared to those derived from the Meyer-Peter-Muller method. The agreement between these methods was good and the values of
publisherAmerican Society of Civil Engineers
titleEvaluation of a Novel Approach to Determine the Critical Shields Stress
typeJournal Paper
journal volume15
journal issue11
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000266
treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record